{"pageNumber":"613","pageRowStart":"15300","pageSize":"25","recordCount":16446,"records":[{"id":6479,"text":"pp631 - 1969 - Analysis of a 24-Year photographic record of Nisqually glacier, Mount Rainier National Park, Washington","interactions":[],"lastModifiedDate":"2014-06-06T11:15:02","indexId":"pp631","displayToPublicDate":"2001-10-01T00:00:00","publicationYear":"1969","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"631","title":"Analysis of a 24-Year photographic record of Nisqually glacier, Mount Rainier National Park, Washington","docAbstract":"<p>A systematic coverage of Nisqually Glacier by photographs taken from a network of stations on the ground was begun in 1942 to explore the value and limitations of such photographs as an aid in glacier study. Principles developed may be of value elsewhere, especially for the program 'Measurement of Glacier Variations on a World-Wide Basis' of the International Hydrological Decade.</p>\n<br>\n<p>Nisqually Glacier in Mount Rainier National Park, Wash., covers 2.5 square miles (6.5 square kilometers) (1961) and extends from an altitude of about 14,300 feet (4,400 meters) near the top of Mount Rainier down to 4,700 feet (1,400 meters), in a horizontal distance of 4.1 miles (6.6 kilometers).</p>\n<br>\n<p>Analyses were made of the annual photographs taken by the writer for 24 years from about 20 stations. A number of pictures taken sporadically from 1884 to 1941 by others were also available for use in the study. Where possible, the results obtained from photographs were compared with those from the available engineering surveys. Such detailed analysis of an extensive photographic coverage of a single glacier may be unique.</p>\n<br>\n<p>Photographs illustrating the retreat and advance of the glacier's west ice margin in a reach extending for about a mile (1.6 kilometers) downstream from Wilson Glacier show that, by 1965, most of the ice thickness lost in that area between 1890 and 1944 had been recovered. Withering of the stagnant valley tongue down glacier from the nunatak is portrayed, as is its spectacular reactivation in the 1960's by a vigorous advance of fresh ice. Some of the visible characteristics of advancing and receding termini are noted.</p>\n<br>\n<p>Annual values of the glacier's surface slope (5 to 10 degrees) at a cross profile were measured on photographs with respect to a projected vertical line identifiable in each picture. The results were found to average about 2 degrees less than those obtained from the 5-year topographic maps, but they are thought to be a little more accurate owing to lack of a sufficiently small contour interval on the maps for this special purpose.</p>\n<br>\n<p>Year-to-year variations in the surface slope and other characteristics from place to place along the glacier are portrayed by pictures to a degree not economically attainable by any other means.</p>\n<br>\n<p>Annual changes in the glacier's thickness at two locations were determined from photographs and found to agree well with the results of stadia surveys.</p>\n<br>\n<p>A summary of conclusions reached in regard to other data or features of the glacier that were illustrated by annual photographs follows:</p>\n<br>\n<p>1. Toward the end of the ablation season, position of the annual snowline ranged between altitudes of about 5,800 and 7,300 feet (1,750 and 2,250 meters). The altitude limits within which firn was observed on the glacier were about 6,000 and 7,300 feet (1,850 and 2,250 meters).</p>\n<br>\n<p>2. Sources from which debris reaches the glacier are evident.</p>\n<br>\n<p>3. Medial moraines and other persistent patterns sometimes overlooked in the field are more noticeable in photographs. Ice-cored moraines and patterns of multiple lateral moraines are visible.</p>\n<br>\n<p>4. The extent, severity, and nature of crevassing in an area reflect the dynamic condition of the glacier at that location.</p>\n<br>\n<p>5. Erosion has caused certain bedrock areas or features on canyon walls to become unrecognizable within less than 15 years.</p>\n<br>\n<p>6. Effects of the 1932 and 1955 outburst floods on the stream channel and trees for a mile (1.6 kilometers) or so below the glacier are shown in comparison with ordinary, lesser floods. Visible effects include degradation, widening and changes in configuration of the channel, formation of small terraces, removal of vegetation from the flood plain, and the deposition of huge boulders on the stream banks and flood plain.</p>\n<br>\n<p>Some photographic procedures recommended for use in a program of this type are described in the section on \"Recommended Photographic Procedures.\"</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington","doi":"10.3133/pp631","usgsCitation":"Veatch, F.M., 1969, Analysis of a 24-Year photographic record of Nisqually glacier, Mount Rainier National Park, Washington: U.S. Geological Survey Professional Paper 631, Report: iv, 52 p.; 1 Plate: 17.01 x 30.38 inches, https://doi.org/10.3133/pp631.","productDescription":"Report: iv, 52 p.; 1 Plate: 17.01 x 30.38 inches","numberOfPages":"56","costCenters":[{"id":617,"text":"Volcano Science Center","active":true,"usgs":true}],"links":[{"id":288144,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/pp631.jpg"},{"id":33909,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0631/pdf/plate_1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":33910,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0631/pdf/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":288143,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/pp/0631/"}],"country":"United States","state":"Washington","otherGeospatial":"Mount Rainier National Park","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -121.833333,46.75 ], [ -121.833333,46.916667 ], [ -121.666667,46.916667 ], [ -121.666667,46.75 ], [ -121.833333,46.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad0e4b07f02db680afe","contributors":{"authors":[{"text":"Veatch, Fred M.","contributorId":46517,"corporation":false,"usgs":true,"family":"Veatch","given":"Fred","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":152792,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":5658,"text":"pp498D - 1969 - Chemical properties of ground water and their corrosion and encrustation effects on wells","interactions":[],"lastModifiedDate":"2017-03-15T13:09:06","indexId":"pp498D","displayToPublicDate":"1994-01-01T12:00:00","publicationYear":"1969","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"498","chapter":"D","title":"Chemical properties of ground water and their corrosion and encrustation effects on wells","docAbstract":"<p>Well waters in Egypt, Nigeria, and West Pakistan were studied for their chemical properties and corrosive or encrusting behavior. From the chemical composition of the waters, reaction states with reference to equilibrium were tested for 29 possible coexisting oxides, carbonates, sulfides, and elements. Of the 29 solids considered, only calcite, CaCO<sub>3</sub>, and ferric hydroxide, Fe(OH)<sub>3</sub>, showed any correlation with the corrosiveness of the waters to mild steel (iron metal). All 39 of the waters tested were out of equilibrium with iron metal, but those waters in equilibrium or supersaturated with both calcite and ferric hydroxide were the least corrosive. Supersaturation with other solid phases apparently was unrelated to corrosion. </p><p>A number of solids may form surface deposits in wells and lead to decreased yields by fouling well intakes (screens and gravel packs) or increasing friction losses in casings. Calcite, CaCO<sub>3</sub>; ferric hydroxide, Fe(OH)<sub>3</sub>; magnetite, Fe<sub>3</sub>O<sub>4</sub>; siderite, FeCO<sub>3</sub>; hausmannite, Mn<sub>3</sub>0<sub>4</sub> (tetragonal); manganese spinel, Mn<sub>3</sub>O<sub>4</sub> (isometric); three iron sulfides mackinawite, FeS (tetragonal); greigite, Fe<sub>3</sub>S<sub>4</sub> (isometric); and smythite, Fe<sub>3</sub>S<sub>4</sub> (rhombohedral)-copper hydroxide, Co(OH)<sub>2</sub>; and manganese hydroxide, Mn(OH)<sub>2</sub>, were all at least tentatively identified in the deposits sampled. </p><p>Of geochemical interest is the demonstration that simple stable equilibrium models fail in nearly every case to predict compositions of water yielded by the wells studied. Only one stable phase (calcite) was found to exhibit behavior approximately predictable from stable equilibrium considerations. No other stable phase was found to behave as would be predicted from equilibrium considerations. All the solids found to precipitate (except calcite) are metastable in that they are not the least soluble phases possible in the systems studied. </p><p>In terms of metastable equilibrium, siderite and ferric hydroxide behave approximately as would be predicted from equilibrium considerations, but both are metastable and the presence of neither would be anticipated if only the most stable phases were considered. The behaviors of none of the other solids would be predictable from either stable or metastable equilibrium considerations. An unanswered problem raised by the study reported here is how, or by what paths, truly stable phases form if first precipitates are generally metastable.</p><p>The utility of the findings in well design and operation is in no way impaired by the general lack of equilibrium. Conditions leading to either corrosion (which is related to lack of supersaturation with protective phases), or encrustation (supersaturation&nbsp;with phases that were found to precipitate), or both, apparently can be identified. The application of the methods described can be of great importance in developing unexploited ground-water resources in that certain practical problems can be identified before extensive well construction and unnecessary well failure.</p>","largerWorkTitle":"Hydrology of aquifer systems","language":"English","publisher":"U.S. Government Printing Office","doi":"10.3133/pp498D","collaboration":"Prepared in cooperation with the Governments of Nigeria, the United Arab Republic, and West Pakistan, under the auspices of the United States Agency for International Development Studies of well waters from Nigeria, Egypt, and Pakistan","usgsCitation":"Barnes, I., and Clarke, F., 1969, Chemical properties of ground water and their corrosion and encrustation effects on wells: U.S. Geological Survey Professional Paper 498, iv, p. D1-D58, https://doi.org/10.3133/pp498D.","productDescription":"iv, p. D1-D58","costCenters":[],"links":[{"id":32162,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0498d/report.pdf","text":"Report","size":"7.59 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":117859,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0498d/report-thumb.jpg"}],"country":"Egypt, Nigeria, Pakistan","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"MultiPolygon\",\"coordinates\":[[[[34.9226,29.50133],[34.64174,29.09942],[34.42655,28.34399],[34.15451,27.8233],[33.92136,27.6487],[33.58811,27.97136],[33.13676,28.41765],[32.42323,29.85108],[32.32046,29.76043],[32.73482,28.70523],[33.34876,27.69989],[34.10455,26.14227],[34.47387,25.59856],[34.79507,25.03375],[35.69241,23.92671],[35.49372,23.75237],[35.52598,23.10244],[36.69069,22.20485],[36.86623,22],[32.9,22],[29.02,22],[25,22],[25,25.6825],[25,29.23865],[24.70007,30.04419],[24.95762,30.6616],[24.80287,31.08929],[25.16482,31.56915],[26.49533,31.58568],[27.45762,31.32126],[28.45048,31.02577],[28.91353,30.87005],[29.68342,31.18686],[30.09503,31.4734],[30.97693,31.55586],[31.68796,31.4296],[31.96041,30.9336],[32.19247,31.26034],[32.99392,31.02407],[33.7734,30.96746],[34.26544,31.21936],[34.9226,29.50133]]],[[[8.50029,4.77198],[7.46211,4.41211],[7.0826,4.46469],[6.69807,4.24059],[5.89817,4.26245],[5.3628,4.88797],[5.03357,5.6118],[4.32561,6.27065],[3.57418,6.2583],[2.6917,6.25882],[2.74906,7.87073],[2.72379,8.50685],[2.91231,9.13761],[3.22035,9.44415],[3.70544,10.06321],[3.60007,10.33219],[3.79711,10.73475],[3.57222,11.32794],[3.61118,11.66017],[3.68063,12.5529],[3.96728,12.95611],[4.10795,13.53122],[4.36834,13.74748],[5.44306,13.86592],[6.44543,13.49277],[6.82044,13.11509],[7.33075,13.09804],[7.80467,13.34353],[9.01493,12.82666],[9.52493,12.8511],[10.11481,13.27725],[10.70103,13.24692],[10.98959,13.38732],[11.5278,13.32898],[12.30207,13.03719],[13.08399,13.59615],[13.3187,13.55636],[13.99535,12.46157],[14.18134,12.48366],[14.57718,12.08536],[14.46819,11.90475],[14.41538,11.57237],[13.57295,10.79857],[13.30868,10.16036],[13.1676,9.64063],[12.95547,9.41777],[12.75367,8.71776],[12.21887,8.30582],[12.06395,7.79981],[11.83931,7.39704],[11.74577,6.98138],[11.05879,6.64443],[10.49738,7.05536],[10.11828,7.03877],[9.52271,6.45348],[9.23316,6.44449],[8.75753,5.47967],[8.50029,4.77198]]],[[[75.15803,37.13303],[75.8969,36.66681],[76.19285,35.8984],[77.83745,35.49401],[76.87172,34.65354],[75.75706,34.50492],[74.2402,34.74889],[73.74995,34.3177],[74.10429,33.44147],[74.45156,32.7649],[75.25864,32.27111],[74.40593,31.69264],[74.42138,30.97981],[73.45064,29.97641],[72.82375,28.96159],[71.77767,27.91318],[70.6165,27.9892],[69.51439,26.94097],[70.16893,26.49187],[70.28287,25.72223],[70.8447,25.2151],[71.04324,24.35652],[68.8426,24.35913],[68.17665,23.69197],[67.44367,23.94484],[67.14544,24.66361],[66.37283,25.42514],[64.53041,25.23704],[62.9057,25.21841],[61.49736,25.07824],[61.87419,26.23997],[63.31663,26.75653],[63.2339,27.21705],[62.75543,27.37892],[62.72783,28.25964],[61.77187,28.69933],[61.36931,29.30328],[60.87425,29.82924],[62.54986,29.31857],[63.55026,29.46833],[64.148,29.34082],[64.35042,29.56003],[65.04686,29.47218],[66.34647,29.88794],[66.38146,30.7389],[66.93889,31.30491],[67.68339,31.30315],[67.79269,31.58293],[68.55693,31.71331],[68.92668,31.62019],[69.31776,31.90141],[69.26252,32.50194],[69.68715,33.1055],[70.32359,33.35853],[69.93054,34.02012],[70.8818,33.98886],[71.15677,34.34891],[71.11502,34.73313],[71.61308,35.1532],[71.49877,35.65056],[71.26235,36.07439],[71.84629,36.50994],[72.92002,36.72001],[74.06755,36.83618],[74.57589,37.02084],[75.15803,37.13303]]]]},\"properties\":{\"name\":\"Egypt\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e0e4b07f02db5e3daa","contributors":{"authors":[{"text":"Barnes, Ivan","contributorId":56619,"corporation":false,"usgs":true,"family":"Barnes","given":"Ivan","email":"","affiliations":[],"preferred":false,"id":151379,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Clarke, Frank Eldridge","contributorId":107255,"corporation":false,"usgs":true,"family":"Clarke","given":"Frank Eldridge","affiliations":[],"preferred":false,"id":151380,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":23083,"text":"ofr69100 - 1969 - Hydrologic conditions during 1967 in Dade County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:13","indexId":"ofr69100","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1969","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"69-100","title":"Hydrologic conditions during 1967 in Dade County, Florida","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey, Water Resources Division,","doi":"10.3133/ofr69100","issn":"0094-9140","usgsCitation":"Galliher, C., and Hull, J., 1969, Hydrologic conditions during 1967 in Dade County, Florida: U.S. Geological Survey Open-File Report 69-100, 48 p. :ill., maps ;27 cm., https://doi.org/10.3133/ofr69100.","productDescription":"48 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":156952,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db611604","contributors":{"authors":[{"text":"Galliher, C.F.","contributorId":19971,"corporation":false,"usgs":true,"family":"Galliher","given":"C.F.","email":"","affiliations":[],"preferred":false,"id":189402,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hull, J.E.","contributorId":56264,"corporation":false,"usgs":true,"family":"Hull","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":189403,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":13486,"text":"ofr6987 - 1969 - Evaluation of core data, physical properties, and oil yield USBM/AEC Colorado Core Hole no. 3 (Bronco BR-1)","interactions":[],"lastModifiedDate":"2012-02-02T00:06:37","indexId":"ofr6987","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1969","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"69-87","title":"Evaluation of core data, physical properties, and oil yield USBM/AEC Colorado Core Hole no. 3 (Bronco BR-1)","docAbstract":"USBM/AEC Colorado Core Hole No. 3 (Bronco BR-1) is located in the SW1/4SW1/4SW1/4 sec. 14, T. 1 N., R. 98 W., Rio Blanco County, Colorado. The collar is at a ground elevation of 6,356 feet. The hole was core drilled between depths of 964 and 3,325 feet with a total depth of 3,797 feet. The hole was drilled to investigate geologic, geophysical and hydrological conditions at a possible in situ oil-shale retorting experiment site. The drill hole passed through 1,157 feet of alluvium and the Evacuation Creek Member of the Green River Formation, 1,603 feet of the Parachute Creek Member and penetrated into the Garden Gulch Member of the Green River Formation. In-bole density log/oil yield ratio interpretation indicates that two oil-shale zones exist which yield more than 20 gallons of shale oil per ton of rock; an upper zone lying between 1,271 and 1,750 feet in depth and a lower zone lying between 1,900 and 2,964 feet. Halite (sodium chloride salt) is found between 2,140 and 2,185 feet and nahcolite (sodium bicarbonate salt) between 2,195 and 2,700 feet. Nahcolite was present at one time above 2,195 feet but has been subsequently dissolved out by ground water. The core can be divided into six structural units based upon degree of fracturing. A highly fractured interval is found between 1,646 and 1,899 feet, which coincides with the dissolution or leached nahcolite zone. Physical property tests made on core samples between 1,356 and 3,253 feet give average values of 11,988 psi for uniaxial compressive strength, 1.38 X 10[superscript]6[superscript] psi for static Young's modulus and 11,809 fps for compressional velocity.","language":"ENGLISH","publisher":"U.S. Geological Survey],","doi":"10.3133/ofr6987","usgsCitation":"Ege, J.R., Carroll, R.D., Way, R., and Magner, J.E., 1969, Evaluation of core data, physical properties, and oil yield USBM/AEC Colorado Core Hole no. 3 (Bronco BR-1): U.S. Geological Survey Open-File Report 69-87, 25 p. ill. (some folded, col.), map ;29 cm., https://doi.org/10.3133/ofr6987.","productDescription":"25 p. ill. (some folded, col.), map ;29 cm.","costCenters":[],"links":[{"id":144724,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1969/0087/report-thumb.jpg"},{"id":41955,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1969/0087/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41956,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1969/0087/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41960,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1969/0087/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41961,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1969/0087/plate-7.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41962,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1969/0087/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41957,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1969/0087/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41958,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1969/0087/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":41959,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1969/0087/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fae72","contributors":{"authors":[{"text":"Ege, John R.","contributorId":69534,"corporation":false,"usgs":true,"family":"Ege","given":"John","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":167874,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Carroll, R. D.","contributorId":53373,"corporation":false,"usgs":true,"family":"Carroll","given":"R.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":167873,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Way, R.J.","contributorId":17238,"corporation":false,"usgs":true,"family":"Way","given":"R.J.","email":"","affiliations":[],"preferred":false,"id":167872,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Magner, J. E.","contributorId":87131,"corporation":false,"usgs":true,"family":"Magner","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":167875,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":3796,"text":"cir630 - 1969 - Hydrogeologic information on the Glorieta Sandstone and the Ogallala Formation in the Oklahoma Panhandle and adjoining areas as related to underground waste disposal","interactions":[],"lastModifiedDate":"2022-09-02T21:59:54.813067","indexId":"cir630","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1969","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"630","title":"Hydrogeologic information on the Glorieta Sandstone and the Ogallala Formation in the Oklahoma Panhandle and adjoining areas as related to underground waste disposal","docAbstract":"<p>The Oklahoma Panhandle and adjacent areas in Texas, Kansas, Colorado, and New Mexico have prospered because of the development of supplies of fresh water and of oil and gas. The Ogallala and, in places, Cretaceous rocks produce fresh water for irrigation, public supply, and domestic and stock use through approximately 9,000 irrigation and public supply wells and a large but undetermined number of other wells. Disposal of oil-field brine and other wastes into the Glorieta Sandstone is of concern to many local residents because of the possibility of pollution of the overlying fresh-water aquifers, particularly the Ogallala Formation. Permits for 147 disposal wells into the Glorieta have been issued in this area. This report summarizes the data on geology, hydrology, and water development currently available to the U.S. Geological Survey. Geologic information indicates that, in the report area, the Glorieta Sandstone lies at depths ranging from about 500 to 1,600 feet below the base of the Ogallala Fox, nation. The rocks between those two formations are of relatively impermeable types, but solution and removal of salt has resulted in collapse of the rocks in some places. Collapse and fracturing of the rocks could result in increased vertical permeability. This might result in movement of brine under hydrostatic head from the Glorieta Sandstone into overlying fresh-water aquifers, in places where an upward hydraulic gradient exists or is created by an increase in pressure within the Glorieta. Abandoned or inadequately sealed boreholes also are possible conduits for such fluids. The mixing of water in the fresh-water aquifers with brines injected into the Glorieta is not known to have occurred anywhere in the report area, but the information available is not adequate to show positively whether or not this may have occurred locally. Much additional information on the stratigraphy and hydrology--particularly, data on the potentiometric surface of water in the Glorieta--needs to be collected and analyzed before conclusions can be drawn regarding the possibility of vertical movement of oil-field brines from the Glorieta to fresh-water aquifers above.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/cir630","usgsCitation":"Irwin, J.H., and Morton, R.B., 1969, Hydrogeologic information on the Glorieta Sandstone and the Ogallala Formation in the Oklahoma Panhandle and adjoining areas as related to underground waste disposal: U.S. Geological Survey Circular 630, Report: iii, 26 p.; 4 Plates: 41.62 x 21.27 inches or smaller, https://doi.org/10.3133/cir630.","productDescription":"Report: iii, 26 p.; 4 Plates: 41.62 x 21.27 inches or smaller","numberOfPages":"34","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":311912,"rank":304,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/circ/1969/0630/plate-4.pdf","text":"Plate 4","linkFileType":{"id":1,"text":"pdf"}},{"id":406196,"rank":7,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23973.htm","linkFileType":{"id":5,"text":"html"}},{"id":311911,"rank":303,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/circ/1969/0630/plate-3.pdf","text":"Plate 3","linkFileType":{"id":1,"text":"pdf"}},{"id":30866,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1969/0630/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":311910,"rank":302,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/circ/1969/0630/plate-2.pdf","text":"Plate 2","linkFileType":{"id":1,"text":"pdf"}},{"id":124418,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1969/0630/report-thumb.jpg"},{"id":311909,"rank":301,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/circ/1969/0630/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Colorado, Kansas, New Mexico, Oklahoma, Texas","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -104.388,\n              35.242\n            ],\n            [\n              -104.388,\n              38.25\n            ],\n            [\n              -99.25,\n              38.25\n            ],\n            [\n              -99.25,\n              35.242\n            ],\n            [\n              -104.388,\n              35.242\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ee4b07f02db627989","contributors":{"authors":[{"text":"Irwin, James Haskell","contributorId":56633,"corporation":false,"usgs":true,"family":"Irwin","given":"James","email":"","middleInitial":"Haskell","affiliations":[],"preferred":false,"id":147617,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Morton, Robert B.","contributorId":50899,"corporation":false,"usgs":true,"family":"Morton","given":"Robert","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":147616,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":3658,"text":"cir608 - 1969 - Scientific or rule-of-thumb techniques of ground-water management--Which will prevail?","interactions":[],"lastModifiedDate":"2017-06-25T13:03:53","indexId":"cir608","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1969","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"608","title":"Scientific or rule-of-thumb techniques of ground-water management--Which will prevail?","docAbstract":"Emphasis in ground-water development, once directed largely to quantitatively minor (but sociologically vital) service of human and stock needs, is shifting: aquifers are treated as possible regulating reservoirs managed conjunctively with surface water. Too, emphasis on reducing stream pollution is stimulating interest in aquifers as possible waste-storage media. \r\n\r\nSuch management of aquifers requires vast amounts of data plus a much better understanding of aquifer-system behavior than now exists. Implicit in this deficiency of knowledge is a need for much new research, lest aquifers be managed according to ineffective rule-of-thumb standards, or even abandoned as unmanageable. \r\n\r\nThe geohydrologist's task is to define both internal and boundary characteristics of aquifer systems. Stratigraphy is a primary determinant of these characteristics, but stratigraphically minor features may make aquifers transcend stratigraphic boundaries. For example, a structurally insignificant fracture may carry more water than a major fault; a minor stratigraphic discontinuity may be a major hydrologic boundary. Hence, there is a need for ways of defining aquifer boundaries and quantifying aquifer and confining-bed characteristics that are very different from ordinary stratigraphic techniques. Among critical needs are techniques for measuring crossbed permeability; for extrapolating and interpolating point data on direction and magnitude of permeability in defining aquifer geometry; and for accurately measuring geochemical properties of water and aquifer material, and interpreting those measurements in terms of source of water, rate of movement, and waste-sorbing capacities of aquifers and of confining beds--in general, techniques adequate for predicting aquifer response to imposed forces whether static, hydraulic, thermal, or chemical. Only when such predictions can be made routinely can aquifer characteristics be inserted into a master model that incorporates both the hydrologic and the socioeconomic facts necessary to intelligent social actions involving water.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/cir608","usgsCitation":"McGuinness, C.L., 1969, Scientific or rule-of-thumb techniques of ground-water management--Which will prevail?: U.S. Geological Survey Circular 608, iii, 8 p. ;26 cm., https://doi.org/10.3133/cir608.","productDescription":"iii, 8 p. ;26 cm.","costCenters":[],"links":[{"id":30699,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1969/0608/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124739,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1969/0608/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fceba","contributors":{"authors":[{"text":"McGuinness, Charles Lee","contributorId":101249,"corporation":false,"usgs":true,"family":"McGuinness","given":"Charles","email":"","middleInitial":"Lee","affiliations":[],"preferred":false,"id":147357,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":3207,"text":"wsp1591D - 1969 - Considerations involved in evaluating mathematical modeling of urban hydrologic systems","interactions":[],"lastModifiedDate":"2012-02-02T00:05:25","indexId":"wsp1591D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1969","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1591","chapter":"D","title":"Considerations involved in evaluating mathematical modeling of urban hydrologic systems","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1591D","usgsCitation":"Dawdy, D.R., 1969, Considerations involved in evaluating mathematical modeling of urban hydrologic systems: U.S. Geological Survey Water Supply Paper 1591, 1 v. (issued as seperate chapters) :ill. ;24 cm. ;18 p., https://doi.org/10.3133/wsp1591D.","productDescription":"1 v. (issued as seperate chapters) :ill. ;24 cm. ;18 p.","costCenters":[],"links":[{"id":138134,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1591d/report-thumb.jpg"},{"id":30197,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1591d/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b12e4b07f02db6a2f95","contributors":{"authors":[{"text":"Dawdy, David R.","contributorId":75125,"corporation":false,"usgs":true,"family":"Dawdy","given":"David","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":146432,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2789,"text":"wsp1874 - 1969 - Water in the Kahuku area, Oahu, Hawaii","interactions":[],"lastModifiedDate":"2012-02-02T00:05:28","indexId":"wsp1874","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1969","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1874","title":"Water in the Kahuku area, Oahu, Hawaii","docAbstract":"The Kahuku area comprises the north end of the Koolau Range and its bordering coastal plain. This part of the range is less deeply eroded than oth3r parts, and except for long, narrow valleys and cliffs near the shore, it has retained the general shape of the original volcanic dome. A 21/2-mile-wide dike zone of parallel and subparallel dikes along the crest is the remnant of the fissure zone of eruption. Outcrops are mostly permeable lava flows of the Koolau Volcanic Series, which are intruded by dikes inside the dike zone and are free of dikes outside it. The lava flows constitute main aquifers, and water bodies in them are called dike water inside the dike zone and basal water outside it. \r\n\r\nDikes, because they are less permeable than the lava flows they intrude, impound ground water, thereby controlling its movement, discharge, and storage. The top of the dike-impounded water is at an altitude of at least 1,000 feet near the south end of the Kahuku area. Dike water is discharged as leakage, the amount of which fluctuates in response to changes in storage, as flow into streams, where they intersect saturated rock, and as underflow to the basal-water body. \r\n\r\nBasal water occurs on either side of the dike zone, which forms both a structural and hydrologic boundary. It is artesian on the windward side wherever it underlies the coastal plain, and the altitude of water levels ranges from 7 to 22 feet. Leeward of the dike zone, basal water occurs only under water-table conditions because of the near absence of a coastal plain, and the altitude of water levels ranges from less than 1 foot to about 3 feet. \r\n\r\nThe quality of dike water is excellent except near the north end. where it is slightly contaminated by infiltration of irrigation water that contains as much as 1,200 mg/1 (milligrams per liter) chloride. Irrigation water is also a source of contamination of the basal-water body. The major contaminant, however, is sea water, which underlies the basal-water body. In the Kahuku subarea--where pumpage from the basal-water body is greatest--sea-water contamination is a major concern. Natural contamination by encroaching sea water extends more than 2 miles inland in the Waimea-Kawela subarea and generally precludes development of large quantities of basal water. \r\n\r\nAt low altitudes where the perennial flow is small, all streams are intermittent except Kaluanui and Kamananui. Some streams are perennial in their upper reaches because of persistent rainfall, and some are perennial in their middle reaches owing to the discharge of dike water; however, most flows are small in the lower reaches because most of the flow has infiltrated into the ground-water reservoir. For these reasons, streamflow cannot be economically developed and is not a reliable source of water supply. Average rainfall is about 240 mgd (million gallons per day). Of this amount, about 220 mgd is in the mountains. On .the basis of a rainfall input of 220 mgd and estimates of stream runoff and evapotranspiration, ground-water flow is estimated to be 85 mgd, a figure which compares favorably with estimates based on analyses of pumping-test data. Of this amount, an average of 30 mgd is discharged by wells and the remaining 55 mgd is eventually discharged to the sea by underflow or to the atmosphere by evapotranspiration. \r\n\r\nThe most promising areas for developing basal water are in the Hauula and Laie subareas, where draft is low and ground-water flow is high. The Waimea-Kawela subarea is not promising owing 'to low ground-water flow even though draft is low. Least promising for development is in the Kahuku subarea where an overdeveloped condition prevails in which draft for sugarcane irrigation exceeds the ground-water flow. The development of dike water is promising in the Waimea-Kawela subarea where ground-water flow greatly exceeds the draft.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1874","usgsCitation":"Takasaki, K., and Valenciano, S., 1969, Water in the Kahuku area, Oahu, Hawaii: U.S. Geological Survey Water Supply Paper 1874, v, 59 p. :illus., maps (1 fold. col. in pocket) ;24 cm., https://doi.org/10.3133/wsp1874.","productDescription":"v, 59 p. :illus., maps (1 fold. col. in pocket) ;24 cm.","costCenters":[],"links":[{"id":138866,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1874/report-thumb.jpg"},{"id":29269,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1874/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":29270,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1874/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f6e4b07f02db5f126f","contributors":{"authors":[{"text":"Takasaki, K. J.","contributorId":44523,"corporation":false,"usgs":true,"family":"Takasaki","given":"K. J.","affiliations":[],"preferred":false,"id":145791,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Valenciano, Santos","contributorId":54974,"corporation":false,"usgs":true,"family":"Valenciano","given":"Santos","email":"","affiliations":[],"preferred":false,"id":145792,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":6,"text":"wsp1864 - 1969 - Bibliography of hydrology of the United States and Canada, 1964","interactions":[],"lastModifiedDate":"2012-02-02T00:05:10","indexId":"wsp1864","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1969","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1864","title":"Bibliography of hydrology of the United States and Canada, 1964","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1864","usgsCitation":"Randolph, J., Baker, N., and Deike, R.G., 1969, Bibliography of hydrology of the United States and Canada, 1964: U.S. Geological Survey Water Supply Paper 1864, xxi, 232 p. ;24 cm., https://doi.org/10.3133/wsp1864.","productDescription":"xxi, 232 p. ;24 cm.","costCenters":[],"links":[{"id":136297,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1864/report-thumb.jpg"},{"id":24599,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1864/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ee4b07f02db6281a7","contributors":{"authors":[{"text":"Randolph, J.R.","contributorId":19532,"corporation":false,"usgs":true,"family":"Randolph","given":"J.R.","email":"","affiliations":[],"preferred":false,"id":141801,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Baker, N.M.","contributorId":25542,"corporation":false,"usgs":true,"family":"Baker","given":"N.M.","email":"","affiliations":[],"preferred":false,"id":141802,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Deike, Ruth G.","contributorId":76712,"corporation":false,"usgs":true,"family":"Deike","given":"Ruth","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":141803,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2402,"text":"wsp1872 - 1969 - Hydrogeology of the Scioto River Valley near Piketon, south-central Ohio","interactions":[],"lastModifiedDate":"2022-02-18T22:50:51.030221","indexId":"wsp1872","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1969","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1872","title":"Hydrogeology of the Scioto River Valley near Piketon, south-central Ohio","docAbstract":"A systematic study was made of one of Ohio's principal aquifers, a sand and gravel outwash in the Scioto River Valley, to determine the feasibility of developing a ground-water supply of 20 million gallons per day at a site near Piketon. The first part of the study was spent in determining the thickness and physical properties of the sand and gravel aquifer and in drilling test wells to determine the best site for the supply wells. \r\n\r\nThe second part of the investigation was an aquifer infiltration test to determine the hydraulic properties of the aquifer and the conditions of stream recharge. A well 83 feet deep was drilled on the flood plain and was pumped for 9 days at the rate of 1,000 gallons per minute. Tile effect on the hydrologic system during and after the pumping was determined by measuring the water levels in an array of deep and shallow observation wells and in 8 drive-point wells installed in the bed of the river. Seldom have more comprehensive data been collected showing the effects of pumping on a natural, unconfined, hydrologic system. From these data were calculated the coefficient of transmissibility (215,000 gallons per day per foot) and the rate of streambed infiltration (0.235 million gallons per day per acre per foot). \r\n\r\nThe aquifer was tested near the end of a long drought; so the ground-water levels and the river stage were very nearly following a level trend. Because the ground-water levels were essentially unaffected by extraneous influences, the test data are probably as precise and uncomplicated as is practical to obtain in the field. These data proved to be valid for use as design criteria for the location, spacing, and construction of four supply wells. \r\n\r\nThe third part of the investigation was the testing and quantitative evaluation of the four supply wells before they were put into service. The wells were found to perform about as predicted, indicating that the hydraulic properties of the aquifer, as determined by standard methods, are fairly representative.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp1872","usgsCitation":"Norris, S.E., and Fidler, R.E., 1969, Hydrogeology of the Scioto River Valley near Piketon, south-central Ohio: U.S. Geological Survey Water Supply Paper 1872, Report: vii, 70 p.; 4 Plates: 19.00 × 23.25 inches, https://doi.org/10.3133/wsp1872.","productDescription":"Report: vii, 70 p.; 4 Plates: 19.00 × 23.25 inches","costCenters":[],"links":[{"id":28394,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1872/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":396215,"rank":7,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25092.htm"},{"id":28393,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1872/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28392,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1872/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28391,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1872/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28395,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1872/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":139035,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1872/report-thumb.jpg"}],"country":"United States","state":"Ohio","city":"Piketon","otherGeospatial":"Scioto River Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -83.05,\n              39.054\n            ],\n            [\n              -82.992,\n              39.054\n            ],\n            [\n              -82.992,\n              39.108\n            ],\n            [\n              -83.05,\n              39.108\n            ],\n            [\n              -83.05,\n              39.054\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64979d","contributors":{"authors":[{"text":"Norris, Stanley Eugene","contributorId":24772,"corporation":false,"usgs":true,"family":"Norris","given":"Stanley","email":"","middleInitial":"Eugene","affiliations":[],"preferred":false,"id":145141,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fidler, Richard E.","contributorId":86313,"corporation":false,"usgs":true,"family":"Fidler","given":"Richard","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":145142,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":2254,"text":"wsp1576I - 1969 - Ground-water resources of the Wind River Indian Reservation, Wyoming","interactions":[],"lastModifiedDate":"2012-02-02T00:05:19","indexId":"wsp1576I","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1969","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1576","chapter":"I","title":"Ground-water resources of the Wind River Indian Reservation, Wyoming","docAbstract":"The area of this investigation is in the western part of the Wind River Basin and includes parts of the Absaroka, Washakie, Wind River, and Owl Creek Mountains. The purposes of the study were to determine the general hydrologic properties of the rocks in the area and the occurrence and quality c f the water in them. Structurally, the area is a downfolded basin surrounded by upfolded mountain ranges. Igneous and metamorphic rocks of Precambrian age are exposed in the mountains: folded sedimentary rocks representing all geologic periods, except the Silurian, crop out along the margins of the basin; and relatively flat-lying Tertiary rocks are at the surface in the central part of the basin. Surficial sand and gravel deposits of Quaternary age occur along streams and \r\nunderlie numerous terraces throughout the basin. \r\n\r\nThe potential yield and quality of water from most rocks in the area are poorly known, but estimates are possible, based on local well data and on data concerning similar rocks in nearby areas. Yields of more than 1,000 gpm are possible from the rocks comprising the Bighorn Dolomite (Ordovician), Darby Formation (Devonian), Madison Limestone (Mississippian), and Tensleep Sandstone (Pennsylvanian). Total dissolved solids in the water range from about 300 to 3,000 ppm. \r\n\r\nYields of as much as several hundred gallons per minute are possible from the Nugget Sandstone (Jurassic? and Triassic?). Yields of 20 gpm or more are possible from the Crow Mountain Sandstone (Triassic) and Sundance Formation (Jurassic). Dissolved solids are generally high but are less than 1,000 ppm near outcrops in some locations. \r\n\r\nThe Cloverly and Morrison (Cretaceous and Jurassic), Mesaverde (Cretaceous) and Lance(?) (Cretaceous) Formations may yield as much as several hundred gallons per minute, but most wells in Cretaceous rocks yield less than 20 gpm. Dissolved solids generally range from 1,000 to 5,000 ppm but may be higher. In some areas, water with less than 1,000 ppm dissolved solids may be available from the Cloverly and Morrison Formations. \r\n\r\nTertiary rocks yield a few to several hundred gallons per minute and dissolved solids generally range from 1,000 to 5,000 ppm. Wells in the Wind River Formation (Eocene) yield about 1.-500 gpm of water having dissolved solids of about 200-5,000 ppm.\r\n\r\nYields of a few to several hundred gallons per minute are available from alluvium (Quaternary). Dissolved solids range from about 200 to 5,000 ppm. Many parts of the Wind River Irrigation Project have become waterlogged. The relation of drainage problems to geology and the character and thickness of rocks in the irrigated areas are partly defined by sections drawn on the basis of test drilling. The drainage-problem areas are classified according to geologic similarities into five general groups: flood plains, terraces, underfit-stream valleys, slopes, and transitional areas. \r\n\r\nDrainage can be improved by open drains, buried drains, relief wells, and pumped wells or by pumping from sumps or drains. The methods that will be most successful depend on the local geologic and hydrologic conditions. In several areas, the most effective means of relieving the drainage problem would be to reduce the amount of infiltration of water by lining canals and ditches and by reducing irrigation water applications to the optimum. \r\n\r\nWater from underground storage in alluvium could supplement water from surface storage in some areas. A few thousand acre-feet of water per square mile are in storage in some of the alluvium. The use of both surface and underground storage would reduce the need for additional surface-storage facilities and also would alleviate drainage problems in the irrigated areas.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp1576I","usgsCitation":"McGreevy, L., Hodson, W.G., and Rucker, S.J., 1969, Ground-water resources of the Wind River Indian Reservation, Wyoming: U.S. Geological Survey Water Supply Paper 1576, v, 145 p. :ill., maps ;24 cm. +, https://doi.org/10.3133/wsp1576I.","productDescription":"v, 145 p. :ill., maps ;24 cm. +","costCenters":[],"links":[{"id":137836,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1576i/report-thumb.jpg"},{"id":28029,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1576i/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28030,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1576i/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28031,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1576i/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28032,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1576i/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65a579","contributors":{"authors":[{"text":"McGreevy, Laurence J.","contributorId":98706,"corporation":false,"usgs":true,"family":"McGreevy","given":"Laurence J.","affiliations":[],"preferred":false,"id":144904,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hodson, Warren Gayler","contributorId":49337,"corporation":false,"usgs":true,"family":"Hodson","given":"Warren","email":"","middleInitial":"Gayler","affiliations":[],"preferred":false,"id":144903,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rucker, Samuel J. IV","contributorId":37717,"corporation":false,"usgs":true,"family":"Rucker","given":"Samuel","suffix":"IV","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":144902,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":2228,"text":"wsp1850B - 1969 - Floods of June 1965 in South Platte River basin, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:05:19","indexId":"wsp1850B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1969","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1850","chapter":"B","title":"Floods of June 1965 in South Platte River basin, Colorado","docAbstract":"Heavy, intense rains in three areas on three different days caused outstanding floods on many streams in the South Platte River basin from Plum Creek, just south of Denver, downstream to the Colorado-Nebraska State line. The flood-producing storms followed a relatively wet period, and rainfall of as much as 14 inches in a few hours was reported. The storms occurred over the Greeley-Sterling area on June 14-15, over the Plum Creek and Cherry Creek basins on June 16, and over the headwaters of Kiowa and Bijou Creeks on June 17 after heavy rains on June 15. The flood crest did not pass Julesburg, in the northeast corner of Colorado, until June 20. \r\n\r\nPrevious record high discharges on many tributaries with drainage areas on the plains were exceeded, sometimes severalfold. The six principal tributaries carrying snowmelt runoff were contributing, but not significant, factors in the floods. The attenuation of the peak flow by channel storage as the flood passed through Denver was considerable; yet the peak discharge of 40,300 cfs (cubic feet per second) of the South Platte River at Denver was 1.8 times the previously recorded high of 22,000 cfs in a period of record starting in 1889. The 1965 peak would have been still higher except that all flow from Cherry Creek was stored in Cherry Creek Reservoir. \r\n\r\nSix persons were drowned, and two other deaths were attributed to the storms. The total damage amounted to $508.2 million, and about 75 percent of this occurred in the Denver metropolitan area. \r\n\r\nDescriptions of the storms and floods, detailed streamflow records, and information on damages, flood profiles, inundated areas, and flood frequency are included in this report. Several comparisons of the magnitude of the flood are made, and all indicate that an outstanding hydrologic event occurred.","language":"ENGLISH","publisher":"U.S. Govt. Print. Off.,","doi":"10.3133/wsp1850B","usgsCitation":"Matthai, H.F., 1969, Floods of June 1965 in South Platte River basin, Colorado: U.S. Geological Survey Water Supply Paper 1850, iv, 64 p., https://doi.org/10.3133/wsp1850B.","productDescription":"iv, 64 p.","costCenters":[],"links":[{"id":137712,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/1850b/report-thumb.jpg"},{"id":27978,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1850b/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27979,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1850b/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27980,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1850b/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27981,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/1850b/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":27982,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/1850b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49d9e4b07f02db5dfa4a","contributors":{"authors":[{"text":"Matthai, Howard Frederick","contributorId":100824,"corporation":false,"usgs":true,"family":"Matthai","given":"Howard","email":"","middleInitial":"Frederick","affiliations":[],"preferred":false,"id":144854,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":23313,"text":"ofr69122 - 1969 - Floods in Gravois Creek Basin, St. Louis County, Missouri","interactions":[],"lastModifiedDate":"2025-08-13T19:42:45.419348","indexId":"ofr69122","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1969","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"69-122","title":"Floods in Gravois Creek Basin, St. Louis County, Missouri","docAbstract":"<p>The rapid growth of suburban St. Louis presents problems in the social and economic development of flood plains within the area. The U.S. Geological Survey, in cooperation with the Metropolitan St. Louis Sewer District, is conducting a study of the hydrology of five major drainage basins within the area of responsibility of the Sewer District.</p><p>This interim report presents stage and inundation data along Gravois Creek and its tributaries for the historic flood of June 1957, and the flood of January 1969. These data can be useful in studies leading to the proper utilization of the basin to minimize future flood problems. Other useful hydrologic data such as flood discharges and frequencies are being gathered, but were not available for this report.</p><p>Spencer and Hauth (1969) described the flood situation in Maline Creek basin, St. Louis County, Mo. Areas covered by both reports are shown in figure 1.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr69122","issn":"0094-9140","usgsCitation":"Hauth, L., and Spencer, D., 1969, Floods in Gravois Creek Basin, St. Louis County, Missouri: U.S. Geological Survey Open-File Report 69-122, Report: 14 p.; 1 Plate: 24.84 x 22.05 inches, https://doi.org/10.3133/ofr69122.","productDescription":"Report: 14 p.; 1 Plate: 24.84 x 22.05 inches","costCenters":[],"links":[{"id":494055,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1969/0122/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":494054,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1969/0122/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":155135,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1969/0122/report-thumb.jpg"}],"scale":"24000","country":"United States","state":"Missouri","county":"St. Louis 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,{"id":68436,"text":"ha336 - 1969 - Reconnaissance of the ground-water resources of the Missouri River alluvium between Kansas City, Missouri and the Iowa border","interactions":[],"lastModifiedDate":"2012-02-02T00:13:42","indexId":"ha336","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1969","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"336","title":"Reconnaissance of the ground-water resources of the Missouri River alluvium between Kansas City, Missouri and the Iowa border","language":"ENGLISH","doi":"10.3133/ha336","usgsCitation":"Emmett, L.F., and Jeffery, H., 1969, Reconnaissance of the ground-water resources of the Missouri River alluvium between Kansas City, Missouri and the Iowa border: U.S. Geological Survey Hydrologic Atlas 336, col. map ;on sheet 101 x 140 cm., https://doi.org/10.3133/ha336.","productDescription":"col. map ;on sheet 101 x 140 cm.","costCenters":[],"links":[{"id":185808,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89965,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/336/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89966,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/336/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"25000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a62e4b07f02db636bfa","contributors":{"authors":[{"text":"Emmett, L. F.","contributorId":43332,"corporation":false,"usgs":true,"family":"Emmett","given":"L.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":278210,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jeffery, H. G.","contributorId":74353,"corporation":false,"usgs":true,"family":"Jeffery","given":"H. G.","affiliations":[],"preferred":false,"id":278211,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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,{"id":68445,"text":"ha311 - 1969 - Hydrology of a part of the Big Sioux drainage basin, eastern South Dakota","interactions":[],"lastModifiedDate":"2022-02-03T21:34:22.779976","indexId":"ha311","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1969","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"311","title":"Hydrology of a part of the Big Sioux drainage basin, eastern South Dakota","docAbstract":"<p>In 1960 the U.S. Geological Survey, in cooperation with the South Dakota State Water Resources Commission and the South Dakota State Geological Survey, started a program for the hydrogeologic investigation of glacial drift in selected drainage basins in eastern South Dakota. This program was designed to delineate water-bearing deposits of glacial-outwash sand and gravel, and to determine their water-yielding characteristics, particularly with regard to irrigation and industrial use. Investigations of this type will aid in planning the use and conservation of ground water for future agricultural and industrial growth in South Dakota.</p>\n<p>This report describes the part of the Big Sioux River drainage basin from Sioux Falls north to a U.S. Geological Survey gaging station 9M miles southeast of Brookings (see fig. 1).</p>\n<p>The drainage area, about 675 square miles, is in the southwestern part of the Coteau des Prairies section of the Central Lowland physiographic province, as defined by Flint (1955, p. 5). It includes the Big Sioux River valley in Moody and north-central Minnehaha Counties, and the uplands that drain into the valley, from Brookings, Lake, Moody, and Minnehaha Counties, South Dakota, and Pipestone and Lincoln Counties, Minnesota.</p>\n<p>This report is based on data from field and laboratory studies and from published and unpublished records of State and Federal agencies. The investigations included: (1) Delineating area of water-bearing glacial outwash deposits; (2) inventorying wells to locate areas of greatest ground-water potential; (3) examining samples from auger holes to define thickness, extent, and character of water-bearing deposits; (4) determining the altitudes of selected test holes and wells for use in preparing cross sections and watertable maps; (5) collecting and analyzing water samples to determine the chemical character of water; and (6) testing aquifers to determine the hydrologic properties of the water-bearing deposits.</p>\n<p>Data consisting of logs of wells and test holes, waterlevel measurements, chemical analyses of water, stream-runoff measurements, and determinations of the hydrologic properties of aquifers are contained in a separate report by Ellis and Adolphson (1968).</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha311","usgsCitation":"Ellis, M.J., Adolphson, D.G., and West, R.E., 1969, Hydrology of a part of the Big Sioux drainage basin, eastern South Dakota: U.S. Geological Survey Hydrologic Atlas 311, Report: 5 p.; 1 Plate: 41.0 x 51.0 inches, https://doi.org/10.3133/ha311.","productDescription":"Report: 5 p.; 1 Plate: 41.0 x 51.0 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":562,"text":"South Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":89976,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/311/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89977,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/ha/311/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":395411,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_15684.htm"},{"id":186197,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/ha/311/report-thumb.jpg"}],"scale":"125000","country":"United States","state":"South Dakota","otherGeospatial":"Big Sioux drainage basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -97.37182617187499,\n              43.50872101129684\n            ],\n            [\n              -97.37182617187499,\n              44.3002644115815\n            ],\n            [\n              -95.833740234375,\n              44.3002644115815\n            ],\n            [\n              -95.833740234375,\n              43.50872101129684\n            ],\n            [\n              -97.37182617187499,\n              43.50872101129684\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a17e4b07f02db604747","contributors":{"authors":[{"text":"Ellis, Michael J.","contributorId":40360,"corporation":false,"usgs":true,"family":"Ellis","given":"Michael","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":278232,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Adolphson, Donald G.","contributorId":53872,"corporation":false,"usgs":true,"family":"Adolphson","given":"Donald","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":278233,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"West, Robert E.","contributorId":10101,"corporation":false,"usgs":true,"family":"West","given":"Robert","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":278231,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":68495,"text":"ha330 - 1969 - Ground water in the Ogallala formation in the southern high plains of Texas and New Mexico","interactions":[],"lastModifiedDate":"2016-08-16T16:38:08","indexId":"ha330","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1969","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"330","title":"Ground water in the Ogallala formation in the southern high plains of Texas and New Mexico","docAbstract":"<p>The Ogallala Formation of Tertiary (Pliocene) age is the principal aquifer in the Southern High Plains of western Texas and eastern New Mexico. This heavily pumped aquifer supplies practically all the water used for irrigation, municipal, industrial (except oil-field repressuring), and domestic purposes.</p>\n<p>Although the ground water in the Ogallala Formation in the Southern High Plains is common to both Texas and New Mexico, the State laws concerning ownership of the water are different. The New Mexico statutes provide that all underground waters of the State belong to the public and are subject to appropriation for beneficial use (Reynolds, 1961, p. 79). Under conditions specified in the law, the State Engineer may declare certain areas as underground water basins in which the State Engineer has jurisdiction over the drilling of wells. The approximate boundaries of two such basins in New Mexico are shown on the maps. In Texas, the landowner owns the underground water. Under a law passed by the Texas State Legislature in 1949, underground water conservation districts may be formed with the authority to make rules and regulations for the conservation of ground waters, such as rules governing the minimum spacing of wells, and rules for the prevention of waste and contamination of fresh water, and other practices for the conservation of ground water. The approximate boundaries of two underground water conservation districts in Texas are shown on the maps.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/ha330","usgsCitation":"Cronin, J., 1969, Ground water in the Ogallala formation in the southern high plains of Texas and New Mexico: U.S. Geological Survey Hydrologic Atlas 330, Document: 9 p.; 4 Plates: 29.50 x 40.79 inches or smaller, https://doi.org/10.3133/ha330.","productDescription":"Document: 9 p.; 4 Plates: 29.50 x 40.79 inches or smaller","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":90050,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/330/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90051,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/330/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90052,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/330/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90053,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/330/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":90054,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/ha/330/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":185976,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/ha/330/report-thumb.jpg"}],"scale":"500000","country":"United States","state":"New Mexico, Texas","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-101.6243,35.6186],[-101.6244,35.6249],[-101.0862,35.6238],[-101.0862,35.6211],[-101.0862,35.1826],[-101.0873,34.7476],[-100.943,34.7466],[-100.9472,34.3132],[-100.5121,34.315],[-100.5206,33.835],[-100.5194,33.3966],[-101.0406,33.3962],[-101.0371,32.9701],[-101.1733,32.9627],[-101.1738,32.9627],[-101.176,32.5272],[-101.1776,32.4871],[-101.1739,32.0897],[-101.2626,32.0896],[-101.2654,31.6522],[-101.777,31.6521],[-102.2897,31.6533],[-102.3171,31.6527],[-102.769,31.6512],[-102.7986,31.6513],[-102.7982,32.0871],[-103.0641,32.0856],[-103.0642,31.9996],[-103.3084,32.0006],[-103.3265,32.0007],[-103.3394,32.0008],[-103.3781,32.0008],[-103.3954,32.0008],[-103.7164,32.0015],[-103.7162,32.0631],[-103.716,32.0918],[-103.716,32.1666],[-103.7161,32.1817],[-103.7157,32.2546],[-103.7158,32.2692],[-103.7154,32.3385],[-103.7155,32.3535],[-103.7156,32.4278],[-103.7157,32.4429],[-103.7165,32.4916],[-103.7165,32.5085],[-103.7166,32.524],[-103.7194,32.524],[-103.7493,32.5242],[-103.7716,32.5246],[-103.789,32.5245],[-103.8096,32.5249],[-103.8097,32.5399],[-103.81,32.6101],[-103.8101,32.6247],[-103.8103,32.6971],[-103.8105,32.7122],[-103.8112,32.7823],[-103.8114,32.7974],[-103.8112,32.8429],[-103.8114,32.8575],[-103.8115,32.8725],[-103.8116,32.8876],[-103.8112,32.903],[-103.8111,32.9663],[-103.7651,32.9668],[-103.765,33.0096],[-103.7646,33.0232],[-103.7625,33.2722],[-103.7623,33.3173],[-103.7611,33.3973],[-103.7155,33.3973],[-103.7149,33.4547],[-103.7151,33.4683],[-103.7146,33.4847],[-103.7143,33.5147],[-103.7139,33.5284],[-103.7127,33.5702],[-103.5738,33.571],[-103.5396,33.5712],[-103.506,33.5713],[-103.5043,33.6591],[-103.6091,33.6595],[-103.6466,33.6603],[-103.6637,33.6606],[-103.7144,33.6612],[-103.716,33.7208],[-103.7159,33.8186],[-103.8385,33.8219],[-103.8396,34.0843],[-103.945,34.0848],[-103.9419,34.2625],[-103.9475,34.2621],[-103.9457,34.6056],[-104.1266,34.6059],[-104.1268,34.7817],[-104.1282,34.9553],[-104.1226,34.9561],[-104.123,35.1427],[-104.016,35.1927],[-103.8564,35.2641],[-103.8561,35.2424],[-103.6927,35.2409],[-103.6352,35.2406],[-103.6357,35.3894],[-103.586,35.3913],[-103.4799,35.3914],[-103.3992,35.391],[-103.3919,35.3922],[-103.3774,35.4032],[-103.3789,35.6524],[-103.3746,35.6525],[-103.3744,35.7398],[-103.0409,35.7408],[-103.0409,35.7394],[-103.0409,35.6225],[-102.1624,35.6277],[-102.1625,35.6203],[-101.768,35.6197],[-101.6927,35.619],[-101.656,35.6186],[-101.6514,35.6187],[-101.6463,35.6187],[-101.6356,35.6184],[-101.6243,35.6186]]]},\"properties\":{\"name\":\"Curry\",\"state\":\"NM\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d8e0","contributors":{"authors":[{"text":"Cronin, J.G.","contributorId":47769,"corporation":false,"usgs":true,"family":"Cronin","given":"J.G.","email":"","affiliations":[],"preferred":false,"id":278327,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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